20080824 Ver 2_CAMA Application_20081110

Cefebrating 9Q Years of Service
1 T e _ -? Engineers
1?4? Pt
&Associates,tnc. Planners
Since1418 1918-2008 Surveyors
November 7, 2008 p L53 'J D
Ms. Laurie Dennison OS - 013 a 4 V Z NOV 1 0 2008
North Carolina Division of Water Quality
401 /Wetlands Unit pSDEMVZ. pS l?riA R?
2321 Crabtree Boulevard, Suite 250 PAV" t
Raleigh, North Carolina 27604
SUBJECT: Beaufort County Carver Machine Works Sanitary Sewer Improvements
401 Water Quality Certification Application
Rivers File 27086 D
Ms. Dennison:
Rivers and Associates are working with Beaufort County for design and
construction of a new pump station and associated force mains to serve the expansion of
the Carver Machine Works facility. This project will consist of two force mains; the first
extending from the proposed pump station off Christian Service Camp Road to an
existing manhole on Brick Kiln Road in Beaufort County. The second force main will
replace an existing main extending from the Pennsylvania and Havens Street Pump
Station to the Fifth and Respess Street Pump Station in the City of Washington. Both
lines will require stream crossings during construction, but will only require a temporary
impact. In accordance with the permitting of stream crossings, please find enclosed with
this package the following:
1. Review fee of $240
2. Seven (7) copies of Preconstruction Notification Application Form
3. Seven (7) copies of letter to Kyle Barnes, NCDENR, regarding
stream crossings.
4. Seven (7) copies of letter from Kyle Barnes, NCDENR, regarding
on-site determination of stream crossings.
5. Seven (7) copies of Project Plans, indicating stream crossing
locations.
P: IMUNPBeaufort Couni)vWeaufort Co-CMW Pump Station-270861DINationwide 121081107 Ltr DWQ - Raleigh.doc
107 East Second Street, Greenville, NC 27858 • Post Office Box 929, Greenville, NC 27835 • [phone] • FAX [phone]
Email: [e-mail]
If any further information is required for review, please contact our office at (252) 752-
4135, prior to returning the submitted package to us.
Respectfully,
M. Blaine Humphre
Project Manager
Enclosures
cc: Mr. Paul Spruill, Beaufort County, w/encls.
Mr. Allen Lewis, P.E., City of Washington
Mr. Tom Howell, RE, Rivers & Associates, Inc.
Mr. Ben Williams, AICP, Rivers & Associates, Inc.
File 27086 D w/ enclosures
P ivers
&Associates,lnc.
Since 1418
Celebrating 90 Years of Service
1918-2008
May 8, 2008
Mr. Kyle Barnes
North Carolina Department of Environment
and Natural Resources
943 Washington Square Mall
Washington, North Carolina 27889
SUBJECT: Beaufort County Carver Machine Works Sanitary Sewer Improvements
Stream Crossings
Rivers File 27086 D
Dear Mr. Barnes:
Ben Williams of our office has discussed with you the permitting of multiple sewer force
main stream crossings near the City of Washington in Beaufort County. These crossings
will temporarily impact the riparian buffer during construction of the subject project, but
shall be restored to their original conditions once construction is completed. The
temporary impacts are necessary for the financial viability of the project. In order to
familiarize you with this project prior to our site meeting on Wednesday, May 18, 2008,
we are enclosing a copy of the USGS quad sheets (35077-E1-TF-024) which shows the
general location of these crossings.
The following is a list of the temporarily impacted areas:
Crossing #1 (Sheet C9)
Crossing #2 (Sheet CIO)
Crossing #3 (Sheet Cll)
Crossing #4 (Sheet C12)
Stream Width: 22LF
Zone One Impact: 62 LF
Zone Two Impact: 42 LF
To be discussed on site. Water body
currently flows through 57" x 38"
and 64" x 43" arch pipe beneath
Simmons St.
To be discussed on site.
To be discussed on site.
Engineers
Planners
Surveyors
107 East Second Street, Greenville, NC 27858 • Post Office Box 929, Greenville, NC 27835 • [phone] • FAX [phone]
Email: [e-mail]
ivers cacbrating 90 Wars of Service
&Associates,inc.
Since 1918 1918-2008
Letter to Mr. Kyle Barnes - NC DENR - DWQ
Beaufort Co. CMW Sanitary Sewer Improvements Stream Crossings
May 9, 2008
Crossing #S (Sheet C13)
Crossing #6 (Sheets C13 & C14)
Stream Width: 17 LF
Zone One Impact: 62 LF
Zone Two Impact: 42 LF
Stream Width: 6 LF
Zone One Impact: 709 LF
(435' + 244' + 30' = 709')
Zone Two Impact: 151 LF
(126' + 26' = 151')
Page 2
Enclosed is a copy of the project's cover sheet to help provide an overview of this
project. We have already met with Mr. David Shaeffer of the U.S. Army Corps of
Engineers, and we will be submitting a Nationwide 12 and a Preconstruction Notification.
We look forward to our on-site meeting scheduled for Wednesday, May 14, 2008 at
9:30 a.m. We plan to meet at your office, unless otherwise instructed. If any further
information is needed by you prior to the meeting, please advise.
Respectfully,
- A - A?1,?
Jason M. Abbott, P.E.
Project Engineer
JMA/sr
Enclosures
cc: Mr. Paul Spruill, Beaufort County
Mr. Allen Lewis, P.E., City of Washington
Mr. Tom Howell, RE, Rivers & Associates, Inc.
Mr. Blaine Humphrey, P.E., Rivers & Associates, Inc.
Mr. Dan Withers, E.I., Rivers & Associates, Inc.
Mr. Ben Williams, AICP, Rivers & Associates, Inc.
File 27086 D w/ enclosures
Engineers
Planners
Surveyors
P: IMUNPBeaufort CountylBeaufortCo-CMWPump Station-270861DDWO Fast TrackPermitlLtr Kyle Barnes-Washington DWO.doc
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Since 1918
107 East Second Street 6131 Falls of Neuse Rd-Suite 300
Greenville, NC 27858 [phone] Raleigh, NC 27609 [phone]
DATE: APRIL 28, 2008 DRAFT: MU SCALE: 1' = 2000'
DWQ STREAM CROSSING MAP SHEET NO. 1 OF 2
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+ ?OF W A rF9Q Michael F. Easley, Governor
\r? (? William G. Ross Jr., Secretary
Cq r North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Chuck Wakild, P.E., Deputy Director
Division of Water Quality
August 11, 2008
DWQ Project # 08-0824
Beaufort County
Jason Abbott, P.E.
Rivers and Associates, Inc.
PO Box 929
Greenville, NC 27835
Subject Property: Carver Machine Works Sanitary Sewer Improvements
Jacks Creek, Tar-Pamlico Basin, 030307, 29-2, C, NSW
On-Site Determination for Applicability to the Tar-Pamlico River Riparian Area
Protection Rules (15A NCAC 2B.0259)
Dear Mr. Abbott:
On May 14, 2008, at your request I conducted an on-site determination to review six (6) potential
crossing sites located in the town of Washington, NC for applicability to the Tar-Pamlico Buffer
Rules (15A NCAC 2B .0259). The features are labeled as "A, B, C and D" on the attached map
initialed by me on August 11, 2008.
At your request, I conducted an on-site determination as stated above. During my review I
evaluated the streams using the DWQ Stream Classification Form. I evaluated each stream
reach, where possible, and calculated the score to be above 19 points. The form states that if the
score is "greater than or equal to 19 points the stream is at least intermittent".
The Division of Water Quality (DWQ) has determined that the surface water labeled in
"blue" on the attached map is subiect to the Tar-Pamlico Buffer Rule and the portions
labeled in red are not subject to the rule. These features and their associated buffers should be
identified on any future plans for this property. The owner (or future owners) should notify the
DWQ (and other relevant agencies) of this decision in any future correspondences concerning
this property. This on-site determination shall expire five (5) years from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWQ or Delegated
Local Authority that a surface water exists and that it is subject to the buffer rule may request a
determination by the Director. A request for a determination by the Director shall be referred to
the Director in writing c/o Cyndi Karoly, DWQ, 401 Oversight/Express Review Permitting Unit,
2321 Crabtree Blvd., Suite 250, Raleigh, NC 27604-2260. Individuals that dispute a
determination by the DWQ or Delegated Local Authority that "exempts" a surface water from
the buffer rule may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does
North Carolina Division of Water Quality Internet: h2o.enr.state.nc.us
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarohna
An Equal Opportunity/Affirmative Action Employer- 50% Recycledl10% Post Consumer Paper Ammally
Carver
Page 2 of 2
not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be
certain that third party appeals are made in a timely manner. To ask for a hearing, send a written
petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
determination is final and binding unless you ask for a hearing within 60 days.
This letter only addresses the applicability to the buffer rules and does not approve any activity
within the buffers. Nor does this letter approve any activity within Waters of the United States
or Waters of the State. If you have any additional questions or require additional information
please call me at [phone].
Sincerely,

Kyle Barnes
Division of Water Quality
Surface Water Protection
Washington Regional Office
Enclosures: 1:24,000 USGS Quad
cc: DWQ 401 Oversight/Express Unit
CAMA, Morehead
CAMA, WaRO
File Copy
Central Files
Filename: 08-0824
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Office Use Only' Form Version March 05
U
USACE Action ID No DWQ No. 8 - na 13
T / A 11 \
(1f any particular item is not applicable to tms project, please enLcr 1NU1 riPJP116 a V V1 1V1rk .)
1. Processing

1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information -` --? U
1. Owner/Applicant Information NOV 1 0 ?008
Name: Beaufort County nFNR - WATER QUALIFY
Mailing Address: 121 W. 3rd Street WnMOsANDSTORMWATERBRANGM
Washington, NC 27889
Telephone Number: 252-946-0079 Fax Number: 252-946-7722
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Rivers and Associates, Inc.
Company Affiliation: Engineering Consultants
Mailing Address: 107 East 2nd Street
P.O. Box 929 (Zip: 27835)
Greenville NC 27858 (Street Zip)
Telephone Number: 252-752-4135 Fax Number: 252-752-3974
E-mail Address:
Updated 11/1/2005
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Carver Machine Works Sanitary Sewer Improvements
2. T.I.P. Project Number or State Project Number (NCDOT Only) N/
3. Property Identification Number (Tax PIN): Easements to follow.
4. Location
County: Beaufort Nearest Town: Washington
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): Multiple sites located
along Brick Kiln Road (SR 1303)• in the City of Washington Park near John Small Avenue
and along Harding Street (See vicinity map.)
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See attached ON °W
6. Property size (acres): N
7. Name of nearest receiving body of water: Jack's Creek; Snode Creek
8. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http•//h2o.enr.state.nc.us/admin/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The proposed project is located along existing roads (in the
county and city Existing conditions along the corridor are similar to those along any
previously-disturbed and maintained right-of-way. General land use along the corridor is
mixed between residential and commercial.
Updated 11/1/2005
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed project activity will be the typical installation of approximately 10,400 LF of
8" and a roximatel 6,255 LF of 12" sewer force main. A backhoe will be used for trench
excavation and installation.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
sanitary sewer service to Carver Machine Works and the surrounding area, as well as to
increase the size of the force main from the Pennsylvania and Havens Pump Station to the 5th
& Res ess Pump Station to accept this additional flow.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Updated 11/1/2005
Page 7 of 12
Provide a written description of the proposed impacts: The temporary impacts resulting from
the proposed project will be the excavation of one (1) stream for the purpose of installing an 8"
sanitary sewer force main and the excavation of two (2) streams for the purpose of installing a
12" sanitary sewer force main Other drainage features illustrated as blue lines on the USGS
quad map have been evaluated and ruled as non jurisdictional at the May 14 2008 site meeting
with DWQ Buffer mitigation is not required The only area that is parallel to the creek, and is
not already impervious is the 500 ft2 (50 feet x 10 feet = 500 square feet) of area shown on
Sheet C13 from (gpproximately) Station 50+50 to Station 51+ 00 This area is already disturbed
and maintained and will only be temporarily impacted by the utility installation.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.

Wetland Impact

Site Number
(indicate on map)

ype of Impact T e of Wetland
yp

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within

100-year r
I00 la
(yes/no) Distance to

Nearest
Stream
(linear feet) Area of

Impact
(acres)
1 Temporary Forested Yes 80 0.012

Total Wetland Impact (acres) 0.012
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
impact
(acres)
1 Snode Creek Excavation Perennial 22 20 0.010
2 Jack's Creek Excavation Perennial 17 20 0.007
3 Jack's Creek Excavation Perennial 6 20 0.002

Total Stream Impact (by length and acreage) 0.019
Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Updated 11/1/2005
Page 8of12
Open Water Impact
Name of Wate
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay, Area of
Impact
Site Number
(indicate on map) applicable)
if
( ocean, etc.) (acres)
N/A

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.019
Wetland Impact (acres): 0.012
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.019
Total Stream Impact (linear feet):
7 Isolated Waters
p C&
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation
if construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Impacts resulting from the
proposed sewer force main installation will be temporary. An approved Sedimentation and
Erosion Control Plan will be implemented during the project. Due to the financial feasibility of
the project the proposed stream crossings will be open cut with the use of a backhoe to install
the pipe During design of the project crossings were located in areas allowing for
perpendicular installation therefore reducing potential impacts.
Updated 11/1/2005
Page 9 of 12
V111. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.nceep.net/pages/inlieureplace. . If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1/2005
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Tar-Pamlico )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
*
Zone Impact
(square feet)
Multiplier Required
Mitigation
1 16,660 3 (2 for Catawba) N/A
2 4,700 1.5 N/A
Total 21,360 N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
Updated 11/1/2005
Page 11 of 12

XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater
controls proposed in order to protect surface waters and wetlands downstream from the property. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. There are no impervious areas proposed in this project area. An approved
Sedimentation and Erosion Control Plan will be implemented during the force main installation.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http•//h2o.enr.state.ne.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
f , a 16 Ll /0
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12
T • Celebrating 9Q' Years of Service
Plivers Engineers
&Associates,inc. Planners
since1918 1918-2008 Surveyors
ATTACHMENT I
STREAM CROSSING COORDINATES
Carver Machine Works Sanitary Sewer Improvements
Crossing #1 - N 35.53511°
W -77.02473°
Crossing #5 - N 35.54626°
W -77.04926°
Crossing #6 - N 35.54777°
W -77.05311°
PAMUNABeaufort County\Beaufort Co-CMW Pump Station-27086\D\DWQ Fast Track Permit\Crossing Coordinates.doc